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HomeMy WebLinkAboutzT-3400Set00 C-0 -Z a w Ed c L 0 �zz 04 z II , do 0< Z o t5 z V) 71 0 ry 6 71 SEC. 15, TWP. 23 N., RGE. 5 E. W. M. Uj Uj EX. PSE 100 WATT LUMINAIRE < EX. CITY 200 WATT LUMINAIRE AT 25 M.H. TO REMAIN E X, CB AT 30 M.H. TO REMAIN R:; M::;� 43� 6.3 1 S) Z� INV=432.6,5 (1 2", DS-W) V, Z: N,4 4 1� 7, 2 3 S W) V11 2"ADS �K Q-1 ISI* '114 4 V:::: 43 5,8 (13 2"ADS _;10� 3 6 I v (sa w i= vc — HN V= 31 A (8"pvc-W) EX. CB EX. 8'! WATER .......... - 'W ........... 'w X, T_ R I Iy'I .......... :�3� 'T"A D S F IN V; 2 TT- -N) —4 EX, SSMH- ;.NV=4"lr C',C)NSTRUCT MISSIN", W=43­,90 4+00 p 'I. I C U R 8 1 T T E R 4, 35 2' t_ -N, V 4 Z, w IF— H �VAL K Z:,y (8`pwc El . ....... URB j S:DEWALK ................ .....................w.... ..................... ............. ............. _77 A E- Si,,.,,EvqALK U ..... . .... TK N.E. 3R" ST 2 .. . . . ....... .. V 6 -�LE : i:_'-N DEDIC, �'X NILE AVE. N.E., STA. 10+00.00= Q) 3 N.E. 3RD ST., STA. 5+00.00 H; 2✓ DRIVEWAY PRIVAT ,acv � P _,S TREET UD F, < all D 3 ES. 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT CITY OF RENTON STANDARD SPECIFICATIONS AND STANDARD DETAILS. 2. EXISTING ILLUMINATION SYSTEM SHALL BE KEPT OPERATIONAL DURING HOURS OF DARKNESS. TEMPORARY SPLICES OF ILLUMINATION CONDUCTORS MAY BE ALLOWED WITH APPROVAL FROM THE ENGINEER. d `UCTIO" NOTES CUINSTK IN ACCESS' m j' UTIE" 0 CD REMOVE EXISTING CONDUCTORS, INTERCEPT EXISTING CONDUIT AND SWEEP INTO NEW JUNCTION BOX. + INSTALL EXISTING AND NEW CONDUCTORS PER WIRING SCHEDULE. SPLICE NEW CONDUCTORS TO lNV.­4l.i`,5, 'I'YPI 0 EXISTING ILLUMINATION CIRCUIT INSIDE JUNCTION BOX. REMOVE AND REPLACE SIDEWALK TO NEAREST EXPANSION JOINTS. LANDSCAPING SHALL BE RESTORED TO EXISTING OR BETTER CONDITIONS. D3 ...... . ....... . .... . ........ . . ...... . .... . . .... INSTALL FOUNDATION, LIGHT STANDARD AND LUMINAIRE PER POLE SCHEDULE ON THIS SHEET AND . . . . ...... DETAILS ON SHEETS IL2 AND IL3. REMOVE AND REPLACE EXISTING SIDEWALK TO NEAREST EXPANSION . . ..... ..... JOINT IF REQUIRED TO INSTALL FOUNDATION. ..... . ....... . .... . ........ ...... . .... . ..... . . ..... .... . . ..... 15; FIRiVATE INSTALL TYPE 1 JUNCTION BOX AND CONCRETE PAD PER DETAILS ON SHEET IL3. WHERE APPLICABLE 3 io, PRIVATI.`� SEWER�ST RM ASEMD,,I; ADJUST WATER METER LOCATIONS TO AVOID CONFLICT WITH JUNCTION BOX AND PAD. 114, . . ......... PO"'LE SCHED'%ULE i�l 0 z EX. CITY 200 WATT LUMINAIRE----- POLE POLE POLE POLE LAMP MOUNTING MAST CIRCUIT Al AT 30 M.H. TO REMAIN A4 NO. ID NO. STREET LOCATION OFFSET WATTAGE DISTRIBUTION HEIGHT ARM N0. ' D C.C,NTROL MANH-CILE —C-111 25' 8' EX, 1 a, V, TYPE 11-154" 6922B 3RD ST 3+80 22.5' RT, 100 M ............. al- .............. 2D 39 sr .... . . . ..... . .... . .... . . ........... Y w 0, 43 1 0 - - U 1 N V 4 2 8. 0 r. 10� PRPVATE CEI# D- AINAGE WIRING SCHEDULE W/ LOCKING F A 5 E tv! P N T RIM=433.50 3 "00 �J ...... . . . ..... . ..... . . .... C) 12 . ...... - — ---- '5' PUBLIC RUN REMARKS . ......... _L .......... ---- — ---- - ...... . . ......... . . ........ 2 E N1 N 0. CONDUIT 00 CONDUCTORS S'E WE_ R �2) 10' :SWiNG:NG F A SE M F. 'I' A 'ES EC'': k LLj I GA . . ..... 7- 1 2" PVC (SCHEDULE 40) 2—#8, 1—#8 GREEN ... . . ... . . . . . . �ju c CB# ZA, TYPE z SHARE WATER UTILITY TRENCH W. Yz tt 4 >1 I I 1 1 ! " 1 .1'. ___­_­,_,_, Q . . .... LOC M=4'4�0%') R 1 2 2" PVC (SCHEDULE 80) 2—#8, 1—#8 GREEN . .... . . ...... PL 41, F '310 I N V= G 0 (C "3 —#8, EX. 1—#8 GREEN REMOVE AND REPULL EX. CONDUCTOR RIM,,=4_, 75 3 EX. 2" EX. 2 x 0 cl 2 a-111 4 EX. 2" EX. 2—#8, EX. 1—#8 GREEN REMAINS UNCHANGED "R" S, 5 EX. 2 2—#8, 1—#8 GREEN REPLACE EX. CONDUCTORS 5 - ---- - EX, 6 2" PVC (SCHEDULE 40) SPARE, INSTALL PULL WIRE t. .4, .......... �Eu M- 41 I'll ......... H YA R 1s fit; 17 i 0 R '-`­12" SID 0 0--5-C)'% DRAIN., TYP, i RECOMMENDEP F APPROVAL -N A'� I 6 1 R )N il. :2 RINI. R [,,,,,llW A ICU) �s DETENT; ON �R WATE U YARD 1,5' PRIVATE L Ev= 4 3,3. 0 < BY DATE UAi ITY POND FDR�,W,��AGE M I N, 1 3 1, 5 ............. .. ............. R M .......... . . EASEMENT PRIVA­.E* .... ¢......... ....................... --------- D EV=4_`,3Ac�,_ 1. 1 BY DATE sh S" ::IV(,, ""'TORM ..... . ...... MIN, INV-:4,51,-,) 1 4_2 4 5 Vd IN,, TYP A S k4 1 426 ole, ss DATE B Y 4r (D V, A 4, 0 MAX, -�O GRADE' iCX7 Ed X: U X TOP 432 5 IDEF.'P I -D-l� 5, TYPE il 48" 771"�� MAT ---NCRETI� 'v,,A:�L ---W/ LOCKING R? A TE "', g. - '+D� RECORD DOCUMENT -VAl K 'Mi/ GF�IAIND I`vi 4,3,3, 0 0 T'E 428,01 (NE -8" RIP RAP TOP 432,`,(,� SOLID LOCKING (A PS, E A S N�EEDED' I''^: „3 .1 27� 2 1-1 R--M­4 ;MA'N,,,i G 4 2 9. 5 W, TOE -428.0 ROUNC POE 431,5 (SE'll IN V::::426,42 EX, BY DATE C' 4, INV­4`5�83 (8 VC—N) EX. CITY 200 WATT LUMINAIRE PRTI f WAS/L EX, AT 30 M.H. TO REMAIN, V, WASy/ R: .. ........ 11, h cl) iNV=,`.,21 47 1 D S W=A,29,47 ,��,S­.I­,, z 429.47 '�12"ADS­S` HE rRh M A IN' T R” A IF IF IC EING I I"N'E E R 1ING 30730 /ONAL E 15324 Southeast I 33rd Court, Renton, Washington 98059 .. ... . ..... . FXPIRFS 425-277-1740 tel. 425-277-5718 fax hte@comcast.net CL Q n 0- LLJ 71 0 ry 6 71 SEC. 15, TWP. 23 N., RGE. 5 E. W. M. Uj Uj EX. PSE 100 WATT LUMINAIRE < EX. CITY 200 WATT LUMINAIRE AT 25 M.H. TO REMAIN E X, CB AT 30 M.H. TO REMAIN R:; M::;� 43� 6.3 1 S) Z� INV=432.6,5 (1 2", DS-W) V, Z: N,4 4 1� 7, 2 3 S W) V11 2"ADS �K Q-1 ISI* '114 4 V:::: 43 5,8 (13 2"ADS _;10� 3 6 I v (sa w i= vc — HN V= 31 A (8"pvc-W) EX. CB EX. 8'! WATER .......... - 'W ........... 'w X, T_ R I Iy'I .......... :�3� 'T"A D S F IN V; 2 TT- -N) —4 EX, SSMH- ;.NV=4"lr C',C)NSTRUCT MISSIN", W=43­,90 4+00 p 'I. I C U R 8 1 T T E R 4, 35 2' t_ -N, V 4 Z, w IF— H �VAL K Z:,y (8`pwc El . ....... URB j S:DEWALK ................ .....................w.... ..................... ............. ............. _77 A E- Si,,.,,EvqALK U ..... . .... TK N.E. 3R" ST 2 .. . . . ....... .. V 6 -�LE : i:_'-N DEDIC, �'X NILE AVE. N.E., STA. 10+00.00= Q) 3 N.E. 3RD ST., STA. 5+00.00 H; 2✓ DRIVEWAY PRIVAT ,acv � P _,S TREET UD F, < all D 3 ES. 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT CITY OF RENTON STANDARD SPECIFICATIONS AND STANDARD DETAILS. 2. EXISTING ILLUMINATION SYSTEM SHALL BE KEPT OPERATIONAL DURING HOURS OF DARKNESS. TEMPORARY SPLICES OF ILLUMINATION CONDUCTORS MAY BE ALLOWED WITH APPROVAL FROM THE ENGINEER. d `UCTIO" NOTES CUINSTK IN ACCESS' m j' UTIE" 0 CD REMOVE EXISTING CONDUCTORS, INTERCEPT EXISTING CONDUIT AND SWEEP INTO NEW JUNCTION BOX. + INSTALL EXISTING AND NEW CONDUCTORS PER WIRING SCHEDULE. SPLICE NEW CONDUCTORS TO lNV.­4l.i`,5, 'I'YPI 0 EXISTING ILLUMINATION CIRCUIT INSIDE JUNCTION BOX. REMOVE AND REPLACE SIDEWALK TO NEAREST EXPANSION JOINTS. LANDSCAPING SHALL BE RESTORED TO EXISTING OR BETTER CONDITIONS. D3 ...... . ....... . .... . ........ . . ...... . .... . . .... INSTALL FOUNDATION, LIGHT STANDARD AND LUMINAIRE PER POLE SCHEDULE ON THIS SHEET AND . . . . ...... DETAILS ON SHEETS IL2 AND IL3. REMOVE AND REPLACE EXISTING SIDEWALK TO NEAREST EXPANSION . . ..... ..... JOINT IF REQUIRED TO INSTALL FOUNDATION. ..... . ....... . .... . ........ ...... . .... . ..... . . ..... .... . . ..... 15; FIRiVATE INSTALL TYPE 1 JUNCTION BOX AND CONCRETE PAD PER DETAILS ON SHEET IL3. WHERE APPLICABLE 3 io, PRIVATI.`� SEWER�ST RM ASEMD,,I; ADJUST WATER METER LOCATIONS TO AVOID CONFLICT WITH JUNCTION BOX AND PAD. 114, . . ......... PO"'LE SCHED'%ULE i�l 0 z EX. CITY 200 WATT LUMINAIRE----- POLE POLE POLE POLE LAMP MOUNTING MAST CIRCUIT Al AT 30 M.H. TO REMAIN A4 NO. ID NO. STREET LOCATION OFFSET WATTAGE DISTRIBUTION HEIGHT ARM N0. ' D C.C,NTROL MANH-CILE —C-111 25' 8' EX, 1 a, V, TYPE 11-154" 6922B 3RD ST 3+80 22.5' RT, 100 M ............. al- .............. 2D 39 sr .... . . . ..... . .... . .... . . ........... Y w 0, 43 1 0 - - U 1 N V 4 2 8. 0 r. 10� PRPVATE CEI# D- AINAGE WIRING SCHEDULE W/ LOCKING F A 5 E tv! P N T RIM=433.50 3 "00 �J ...... . . . ..... . ..... . . .... C) 12 . ...... - — ---- '5' PUBLIC RUN REMARKS . ......... _L .......... ---- — ---- - ...... . . ......... . . ........ 2 E N1 N 0. CONDUIT 00 CONDUCTORS S'E WE_ R �2) 10' :SWiNG:NG F A SE M F. 'I' A 'ES EC'': k LLj I GA . . ..... 7- 1 2" PVC (SCHEDULE 40) 2—#8, 1—#8 GREEN ... . . ... . . . . . . �ju c CB# ZA, TYPE z SHARE WATER UTILITY TRENCH W. Yz tt 4 >1 I I 1 1 ! " 1 .1'. ___­_­,_,_, Q . . .... LOC M=4'4�0%') R 1 2 2" PVC (SCHEDULE 80) 2—#8, 1—#8 GREEN . .... . . ...... PL 41, F '310 I N V= G 0 (C "3 —#8, EX. 1—#8 GREEN REMOVE AND REPULL EX. CONDUCTOR RIM,,=4_, 75 3 EX. 2" EX. 2 x 0 cl 2 a-111 4 EX. 2" EX. 2—#8, EX. 1—#8 GREEN REMAINS UNCHANGED "R" S, 5 EX. 2 2—#8, 1—#8 GREEN REPLACE EX. CONDUCTORS 5 - ---- - EX, 6 2" PVC (SCHEDULE 40) SPARE, INSTALL PULL WIRE t. .4, .......... �Eu M- 41 I'll ......... H YA R 1s fit; 17 i 0 R '-`­12" SID 0 0--5-C)'% DRAIN., TYP, i RECOMMENDEP F APPROVAL -N A'� I 6 1 R )N il. :2 RINI. R [,,,,,llW A ICU) �s DETENT; ON �R WATE U YARD 1,5' PRIVATE L Ev= 4 3,3. 0 < BY DATE UAi ITY POND FDR�,W,��AGE M I N, 1 3 1, 5 ............. .. ............. R M .......... . . EASEMENT PRIVA­.E* .... ¢......... ....................... --------- D EV=4_`,3Ac�,_ 1. 1 BY DATE sh S" ::IV(,, ""'TORM ..... . ...... MIN, INV-:4,51,-,) 1 4_2 4 5 Vd IN,, TYP A S k4 1 426 ole, ss DATE B Y 4r (D V, A 4, 0 MAX, -�O GRADE' iCX7 Ed X: U X TOP 432 5 IDEF.'P I -D-l� 5, TYPE il 48" 771"�� MAT ---NCRETI� 'v,,A:�L ---W/ LOCKING R? A TE "', g. - '+D� RECORD DOCUMENT -VAl K 'Mi/ GF�IAIND I`vi 4,3,3, 0 0 T'E 428,01 (NE -8" RIP RAP TOP 432,`,(,� SOLID LOCKING (A PS, E A S N�EEDED' I''^: „3 .1 27� 2 1-1 R--M­4 ;MA'N,,,i G 4 2 9. 5 W, TOE -428.0 ROUNC POE 431,5 (SE'll IN V::::426,42 EX, BY DATE C' 4, INV­4`5�83 (8 VC—N) EX. CITY 200 WATT LUMINAIRE PRTI f WAS/L EX, AT 30 M.H. TO REMAIN, V, WASy/ R: .. ........ 11, h cl) iNV=,`.,21 47 1 D S W=A,29,47 ,��,S­.I­,, z 429.47 '�12"ADS­S` HE rRh M A IN' T R” A IF IF IC EING I I"N'E E R 1ING 30730 /ONAL E 15324 Southeast I 33rd Court, Renton, Washington 98059 .. ... . ..... . FXPIRFS 425-277-1740 tel. 425-277-5718 fax hte@comcast.net H 25' 30' 35' co .. COUNTERSUNK \ N o 3/4„ r,ItoI/"�I r- /l r, r%/\I irll r- AA Ar^ —r ., , L� ,,.,.. , _ SL „ 18 -3 23 -3 " 28 -3 " Lo a z N SIZE AS =1�I = l�1� -1�� = I�I�= IP R/W LINE T 0.188 0.188 `n o w REQUIRED I RprnRn nnrd ]nnPKIT TYP. CONC. PAD I o a o u= 0.188 WALL BRACKET -1 " 8 20 SIDEWALK R / W ALUM. ALLOY 6063 -T6 CURB 4 -1 /2" 2" N.P.S. 0. D. SLIPFITTER cn 1/2" BNC LOCKBOLT 5' -9" RADIUS CROADWAY GR. 18 -8 S.S. �- FLUSH JOINT - 1' -2" 4 -1/2" O.D. CURB SIDEWALK )0' uj R/W LINE OVERHANG , 10 MIN. J -11 TYPE 1 AND 2 HANDHOLE LOCKING DEVICE ® TAPERED ALUM. POLE ' 25, >> -0„ CLEARANCE FROM DRIVEWAY H 1.0' ®- 0.188 WALL ALLOY 6063 -T6 18' -3" 35' 23' -3" -0" ALTERNATE PLAN VIEW 'SL' C) SATIN GROUND FINISH - 28' -3" 40 >, -0 FACE OF CURB TO I 33' -3" CENTER OF 3/8" X 2" LONG PIN HEX _ ® e- SHAFT JOLE SECURITY SCREW S.S. (TYP.) 1/2" DIAM. HOLES 1 H 25' 30' 35' 40' .. COUNTERSUNK 1111= �� =1�I� =1�I� 3/4„ r,ItoI/"�I r- /l r, r%/\I irll r- AA Ar^ —r ., , L� ,,.,.. , _ SL „ 18 -3 23 -3 " 28 -3 " 3 , ,> 3-3 � — __ °, ,° =1�I = l�1� -1�� = I�I�= IP I 14" X 19" AND 17° X 28" T 0.188 0.188 0.219 0.219 o #8 GREEN m GROUND WIRE ° T 11 1111= �� =1�I� =1�I� 3/4„ r,ItoI/"�I r- /l r, r%/\I irll r- AA Ar^ —r ., , L� ,,.,.. , HEIVH 15 FEET 45o TRAFFIC ! f7i n BY DATE d° ° __ °, ,° =1�I = l�1� -1�� = I�I�= I -= _ I RprnRn nnrd ]nnPKIT �V �' ®wi� � m a o � a 0 .n J s .:o a.. o� N o z o 3a Q W a a ry �c �a c E a 3 N m E l�.,E c_ FL �P a IN a Q � w F- n t 13 m ry ww EX. PSE 100 WATT LUMINAIRE Q z AT 25' M.H. TO REMAIN 14 crs m SIM.11436 ti 1 Nh.V= I. =4 F26> i,[ k � � i INV =aid F a (12 N 13053 (t2 AD Vv) ,� \ f s Y;k�'ii' -sue Ex UN t NV�g,„yzr22 ,tom ADS- h, IMt 4375' CONSTRUO7 HISSIN ' �e4.:"a- , 4 , 3 ao ceIFEVAr EN RAN',C I ACCESS Tt I I I I i II 6 I ( I I GR`ii, I I I li I i5 —I SEC. 15, TWP. 23 N., RGE. 5 E. W. M. 2L EX. CITY 200 WATT LUMINAIRE AT 30' M.H. TO REMAIN f _ , Y ti 4 +00 ° 4f nY > s u^ lt AL i ,.Ex. S tA,.Y, s I ,! N.E. 3RD ST. y� r h % LEGEND r ( TYPE M —C —III H.P.S. LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE POLE ® LIGHT BASE AND JUNCTION BOX (TYPE 1 SHOWN) WITH CONCRETE PAD AND LOCKING LID - - - -- PVC CONDUIT (SEE WIRING SCHEDULE) ® TYPE 1 JUNCTION BOX WITH CONCRETE PAD AND LOCKING LID PER DETAIL ON SHEET IL3 WIRE NOTE 0 10 zo ao O CONSTRUCTION NOTE GENERAL NOTES fJ NILE AVE. N.E., STA. 10 +00.00= - -/ N.E. 3RD ST., STA. 5 +00.00 3 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT CITY OF RENTON STANDARD SPECIFICATIONS IX AND STANDARD DETAILS. G. 2. EXISTING ILLUMINATION SYSTEM SHALL BE KEPT OPERATIONAL DURING HOURS OF DARKNESS. z �l �. iN4.4t o, Il'P. "I Z W ff3 U � \-\\ -,, MAY :•, -»�- Z v CL 426 o O •.�P!wE._r. ,_L - Z ' O Q 1 IR VATS J J ^ .:o a.. o� N o z o 3a Q W a a ry �c �a c E a 3 N m E l�.,E c_ FL �P a IN a Q � w F- n t 13 m ry ww EX. PSE 100 WATT LUMINAIRE Q z AT 25' M.H. TO REMAIN 14 crs m SIM.11436 ti 1 Nh.V= I. =4 F26> i,[ k � � i INV =aid F a (12 N 13053 (t2 AD Vv) ,� \ f s Y;k�'ii' -sue Ex UN t NV�g,„yzr22 ,tom ADS- h, IMt 4375' CONSTRUO7 HISSIN ' �e4.:"a- , 4 , 3 ao ceIFEVAr EN RAN',C I ACCESS Tt I I I I i II 6 I ( I I GR`ii, I I I li I i5 —I SEC. 15, TWP. 23 N., RGE. 5 E. W. M. 2L EX. CITY 200 WATT LUMINAIRE AT 30' M.H. TO REMAIN f _ , Y ti 4 +00 ° 4f nY > s u^ lt AL i ,.Ex. S tA,.Y, s I ,! N.E. 3RD ST. y� r h % LEGEND r ( TYPE M —C —III H.P.S. LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE POLE ® LIGHT BASE AND JUNCTION BOX (TYPE 1 SHOWN) WITH CONCRETE PAD AND LOCKING LID - - - -- PVC CONDUIT (SEE WIRING SCHEDULE) ® TYPE 1 JUNCTION BOX WITH CONCRETE PAD AND LOCKING LID PER DETAIL ON SHEET IL3 WIRE NOTE 0 10 zo ao O CONSTRUCTION NOTE GENERAL NOTES fJ NILE AVE. N.E., STA. 10 +00.00= - -/ N.E. 3RD ST., STA. 5 +00.00 3 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT CITY OF RENTON STANDARD SPECIFICATIONS IX AND STANDARD DETAILS. G. 2. EXISTING ILLUMINATION SYSTEM SHALL BE KEPT OPERATIONAL DURING HOURS OF DARKNESS. z �l �. iN4.4t o, Il'P. "I a:a `tii ell s r ........ v ; bt J 3? ) T.,, - N-/714/2b.00­- T-65 SD AD „c% "P al RG IG Y C: a '1) E F Ai6, 17 ; -DRAINAGE :hIN. IN a MEN FlIm SASS .-N '�• � � f v• tc. -;,, hair art � • - f a24 ..!S ``� 424 V ,/ . MIN. INt 31 � - - a.AGE dE?JT ff3 w 426 r \-\\ -,, MAY :•, -»�- Z v 426 4z5 (1,15" v' i 8'^211''Af' • •.�P!wE._r. ,_L - ' O 1 IR VATS it tti '!: Ek R STORM iR — i EASEMENT _... _0 -PSENIENT e Ff r EX. CITY 200 WATT LUMINAIRE I i AT 30' M.H. TO REMAIN F1, J.CIVtROL MANHOLE _YC,. ''N RCL D LOCKING L`:L) rfy+ fi f3J RIL` =43 t 0'F M431,50 ANA 4280 4 DRAIN AGE 4/ t (KIl ..- tP EA.EM_NT " °.I 43s 50 lG t 2-,, ( 1 _ ( >�,�o uHi� -1 Z =- —- V >G7 I c o i NE c fiq - ......_ (KI IC 32'- f D Cl> D y,l _ ` IN 42 6C IWv 1,30.00 (12 °) w w a:a `tii ell s r ........ v ; bt J 3? ) T.,, - N-/714/2b.00­- T-65 SD AD „c% "P al RG IG Y C: a '1) E F Ai6, 17 ; -DRAINAGE :hIN. IN a MEN FlIm SASS .-N '�• � � f v• tc. -;,, hair art � • - f a24 ..!S ``� 424 V ,/ . MIN. INt 31 � - - a.AGE dE?JT ff3 w 426 r \-\\ -,, MAY :•, -»�- Z v 426 4z5 (1,15" v' i 8'^211''Af' • •.�P!wE._r. ,_L - ' O N_ TOE 429,5± (. ••) . AD \ -0, ,2R_,0 '••••.. T.,_ 43'.5 III _- __ —. __ __ _. __ _— -_ -- st. TYG k 6' 1 - 411..( +:Y.IN., -RATE q 'Y'PL 4f$' elhi >3.00 O NJ 427.21 ,tA +f:1 ^I v12 )1NI) N 4 S 2 SSMH dk 4aa: (�', T- 340004 N t 3( EX. CITY 200 WATT LUMINAIRE AT 30' M.H. TO REMAIN lw= Z 4 t1 'AD N. .� p NV-429,47 (12'ArS j21 I ,v :- TEMPORARY SPLICES OF ILLUMINATION CONDUCTORS MAY BE ALLOWED WITH APPROVAL FROM THE ENGINEER. �I I CONSTRUCTION NOTES ° "I O REMOVE EXISTING CONDUCTORS, INTERCEPT EXISTING CONDUIT AND SWEEP INTO NEW JUNCTION BOX. INSTALL EXISTING AND NEW CONDUCTORS PER WIRING SCHEDULE, SPLICE NEW CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT INSIDE JUNCTION BOX. REMOVE AND REPLACE SIDEWALK TO NEAREST EXPANSION JOINTS. LANDSCAPING SHALL BE RESTORED TO EXISTING OR BETTER CONDITIONS. _ O2 INSTALL FOUNDATION, LIGHT STANDARD AND LUMINAIRE PER POLE SCHEDULE ON THIS SHEET AND DETAILS ON SHEETS IL2 AND IL3. REMOVE AND REPLACE EXISTING SIDEWALK TO NEAREST EXPANSION / I JOINT IF REQUIRED TO INSTALL FOUNDATION. 1 3 A, O3 INSTALL TYPE 1 JUNCTION BOX AND CONCRETE PAD PER DETAILS ON SHEET IL3. WHERE APPLICABLE I ADJUST WATER METER LOCATIONS TO AVOID CONFLICT WITH JUNCTION BOX AND PAD. . j POLE SCHEDULE II 1 4 ' I POLE POLE POLE POLE LAMP MOUNTING MAST CIRCUIT NO. ID NO. STREET LOCATION OFFSET WATTAGE DISTRIBUTION HEIGHT ARM NO. 1 69228 I 3RD ST. 3 +80 22.5' RT. 100 M —C —III 25' 8' EX. 1 I It _.._ AM ° AN,O GRACE Liu N, 1 ,I '; A t 1 j ( I< )ILNO j 1 j �d 1 WIRING SCHEDULE RUN NO. CONDUIT CONDUCTORS REMARKS 1 2" PVC (SCHEDULE 40) 2 — #8, 1 — #8 GREEN 2 2" PVC (SCHEDULE 80) 2 — #8, 1 — #8 GREEN SHARE WATER UTILITY TRENCH 3 EX. 2" EX. 2 — #8, EX. 1 — #8 GREEN REMOVE AND REPULL EX. CONDUCTORS 4 EX. 2" EX. 2 — #8, EX. 1 — #8 GREEN REMAINS UNCHANGED 5 EX. 2" 2 — #8, 1 — #8 GREEN REPLACE EX. CONDUCTORS 6 2" PVC (SCHEDULE 40) SPARE, INSTALL PULL WIRE RECOMMENDED FOR APPROVAL _ A� BY DATE /: so BY �, c� � DATE --'rll elAx BY DATE RECORD DOCUMENT BY l 4`t DATE H I E HERMAN TRAFFIC ENGINEERING 15324 Southeast 1 33rd Court, Renton, Washington 98059 425-277-1740 tel. 425- 277 -5718 fax hte @comcast.net (CP a a3Z t t ., x10,rI E.P \ \-\\ -,, MAY :•, -»�- Z v OE 4 4z5 (1,15" v' i 8'^211''Af' • •.�P!wE._r. ,_L - ' O III _- __ —. __ __ _. __ _— -_ -- st. TYG k 6' 1 - 411..( +:Y.IN., -RATE q 'Y'PL 4f$' elhi >3.00 O NJ 427.21 ,tA +f:1 ^I v12 )1NI) N 4 S 2 SSMH dk 4aa: (�', T- 340004 N t 3( EX. CITY 200 WATT LUMINAIRE AT 30' M.H. TO REMAIN lw= Z 4 t1 'AD N. .� p NV-429,47 (12'ArS j21 I ,v :- TEMPORARY SPLICES OF ILLUMINATION CONDUCTORS MAY BE ALLOWED WITH APPROVAL FROM THE ENGINEER. �I I CONSTRUCTION NOTES ° "I O REMOVE EXISTING CONDUCTORS, INTERCEPT EXISTING CONDUIT AND SWEEP INTO NEW JUNCTION BOX. INSTALL EXISTING AND NEW CONDUCTORS PER WIRING SCHEDULE, SPLICE NEW CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT INSIDE JUNCTION BOX. REMOVE AND REPLACE SIDEWALK TO NEAREST EXPANSION JOINTS. LANDSCAPING SHALL BE RESTORED TO EXISTING OR BETTER CONDITIONS. _ O2 INSTALL FOUNDATION, LIGHT STANDARD AND LUMINAIRE PER POLE SCHEDULE ON THIS SHEET AND DETAILS ON SHEETS IL2 AND IL3. REMOVE AND REPLACE EXISTING SIDEWALK TO NEAREST EXPANSION / I JOINT IF REQUIRED TO INSTALL FOUNDATION. 1 3 A, O3 INSTALL TYPE 1 JUNCTION BOX AND CONCRETE PAD PER DETAILS ON SHEET IL3. WHERE APPLICABLE I ADJUST WATER METER LOCATIONS TO AVOID CONFLICT WITH JUNCTION BOX AND PAD. . j POLE SCHEDULE II 1 4 ' I POLE POLE POLE POLE LAMP MOUNTING MAST CIRCUIT NO. ID NO. STREET LOCATION OFFSET WATTAGE DISTRIBUTION HEIGHT ARM NO. 1 69228 I 3RD ST. 3 +80 22.5' RT. 100 M —C —III 25' 8' EX. 1 I It _.._ AM ° AN,O GRACE Liu N, 1 ,I '; A t 1 j ( I< )ILNO j 1 j �d 1 WIRING SCHEDULE RUN NO. CONDUIT CONDUCTORS REMARKS 1 2" PVC (SCHEDULE 40) 2 — #8, 1 — #8 GREEN 2 2" PVC (SCHEDULE 80) 2 — #8, 1 — #8 GREEN SHARE WATER UTILITY TRENCH 3 EX. 2" EX. 2 — #8, EX. 1 — #8 GREEN REMOVE AND REPULL EX. CONDUCTORS 4 EX. 2" EX. 2 — #8, EX. 1 — #8 GREEN REMAINS UNCHANGED 5 EX. 2" 2 — #8, 1 — #8 GREEN REPLACE EX. CONDUCTORS 6 2" PVC (SCHEDULE 40) SPARE, INSTALL PULL WIRE RECOMMENDED FOR APPROVAL _ A� BY DATE /: so BY �, c� � DATE --'rll elAx BY DATE RECORD DOCUMENT BY l 4`t DATE H I E HERMAN TRAFFIC ENGINEERING 15324 Southeast 1 33rd Court, Renton, Washington 98059 425-277-1740 tel. 425- 277 -5718 fax hte @comcast.net I It _.._ AM ° AN,O GRACE Liu N, 1 ,I '; A t 1 j ( I< )ILNO j 1 j �d 1 WIRING SCHEDULE RUN NO. CONDUIT CONDUCTORS REMARKS 1 2" PVC (SCHEDULE 40) 2 — #8, 1 — #8 GREEN 2 2" PVC (SCHEDULE 80) 2 — #8, 1 — #8 GREEN SHARE WATER UTILITY TRENCH 3 EX. 2" EX. 2 — #8, EX. 1 — #8 GREEN REMOVE AND REPULL EX. CONDUCTORS 4 EX. 2" EX. 2 — #8, EX. 1 — #8 GREEN REMAINS UNCHANGED 5 EX. 2" 2 — #8, 1 — #8 GREEN REPLACE EX. CONDUCTORS 6 2" PVC (SCHEDULE 40) SPARE, INSTALL PULL WIRE RECOMMENDED FOR APPROVAL _ A� BY DATE /: so BY �, c� � DATE --'rll elAx BY DATE RECORD DOCUMENT BY l 4`t DATE H I E HERMAN TRAFFIC ENGINEERING 15324 Southeast 1 33rd Court, Renton, Washington 98059 425-277-1740 tel. 425- 277 -5718 fax hte @comcast.net RECOMMENDED FOR APPROVAL _ A� BY DATE /: so BY �, c� � DATE --'rll elAx BY DATE RECORD DOCUMENT BY l 4`t DATE H I E HERMAN TRAFFIC ENGINEERING 15324 Southeast 1 33rd Court, Renton, Washington 98059 425-277-1740 tel. 425- 277 -5718 fax hte @comcast.net O O Ma H 0 v w � a O z p J o m H 25' 30 35 40' 00 f I MI COUNTERSUNK 1 1d' x 14" ANII 17" x 9:3" ,, o A N SL 8' -3" 23' 3" 28' 3" 33' -3" T 0.188 \ x 0.219 N AS °III =IIII =III= III =IIII- IIII =IIII III= R W LINE / 1 ==II= £J RESIZE QUIRED - -" --TYP, CO YP. CO NC. _NC. PAD a 0.188 WALL BRACKET ��- 8" 20 SIDEWALK CURB R/W ALUM. ALLOY 6063 -T6 4_1/2„ 2" N.P.S. v O.D. SLIPFITTER w cn 1/2" BNC LOCKBOLT 5-9" RADIUS } BROADWAY GR. 18 -8 S.S. \4- - FLUSH JOINT -2" ° 4 -1/2" O.D. / CURB -2� J SIDEWALK LIJ Q R/W LINE 2' TO 6' OVERHANG U y�j 10' MIN. J -11 TYPE 1 AND 2 HANDHOLE LOCKING DEVICE p TAPERED ALUM. POLE 25' -0" CLEARANCE FROM DRIVEWAY H 7.0' 1.0' 0.188 WALL ALLOY 6063 -T6 8'_3° 30' 35' -0" -0" SL' � Z O SATIN GROUND FINISH 23' -3" 40' -0" ALTERNATE PLAN VIEW 28' -3" FACE OF CU B TO V) Q 33' -3" CENTER OF OLE 3/8" X 2" LONG PIN HEX r Z SHAFT 1/2" DIAM. HOLES I 7_ SECURITY SCREW S.S. (TYP.) z p J o m H 25' 30 35 40' 1 f I ,• 44wa COUNTERSUNK 1 1d' x 14" ANII 17" x 9:3" ,, o A e: ::x; :t: d'[' SL 8' -3" 23' 3" 28' 3" 33' -3" T 0.188 0.188 0.219 0.219 I / m I// .. -. ._ .._ 51 HANDHOLE. 4 "x6" OPENING STREET LIGHT CONDUIT GALVANIZED HANDHOLE LID W /COVER AND S.S. SCREWS 8" O.D. JANG TRENCH DEPTH 24" GALVANIZED STEEL BAR DRILL THREAD FOR (CONDUIT MAY BE LOCATED AT BACK 3/8" DIAM. BOLTS 1" WIDE, 1/2" THICK BASE FLANGE ALLOY 356 -T6 WITH GROUND UG TAPERED ALUM. POLE 2' TO OF EX. WALK WHERE SHOWN ON PLAN) BOLT COVERS & S.S. SCREWS T' WALL ALLOY 6063 -T6 OVERH -6° SATIN GROUND FINISH —.I I-- 11 -1/4" SQ. H' TYPICAL STREET LIGHT 11" TO 12" DIA. OPENING LE 4"x6" 'SL' FOUNDATION LOCATION `o OPENING W /COVER 0 o BOLT CIRCLE -ti® & S.S. SCREWS. 0 4 1/2" OF BOLT ABOVE 4" CONCRETE PAD FINISHED GRADE GROUND LUG �._ 'OE (4) 1" BNC GALV. STEEL INSIDE POLE ,s , 3Q ANCHOR BOLTS WITH 4' 1' -6' z aw NUTS AND WASHERS 4„ < _i :i;! /\ / �� "' STREE T LIG (MODIFIED) U =O "o� STANDARD 25 -40 FOOT DAVIT POLE CONDUIT TRENCH DEPTH 24" LIGHT BASE AND JUNCTION BOX LOCATIONS m ALTERNATE STREET CROSS SECTION � cN ADOPTED �'1 ADOPTED CITY OF RENTON O CITY OF RENTON Standard plans ` �� ®` Standard plans ° 10 LST DATE: 10/30/96 N = LST DATE: 12/96 �a DATE REVISION BY APPR DWG. NAME: JR -01 SP PAGE: J002 DATE 11 DWG. NAME: JR -35 SP PAGE: J014 2" N.P.S. SLIPFITTER INSTALL DECAL NUMBERS o VERTICALLY. INSTALL �g IN DRY WEATHER 50 P OR ABOVE. �a as 2== NUMBERING EXAMPLES BRACKET CABLE P 4 6 FUSE KITS C 8 QUICK DISCONNECT 0 AMP IN LINE FUSE LETTER LETTER KITS - S.E.C. OR EQUAL TO LUMINAIRE 2" BY 3/4" SUFFIXED PREFIXED REDUCING WASHER CITY PUGET POWER x x x TYPICAL DESIGN "B' OWNED OWNED JUNCTION BOX s /4" MINIMUM RECOMMENDED FOR APPROVAL SPLICE KITS GROUND LUG DRAIN HOLE H CLEAR EPDXY SPLICE KITS R ALL THRU 2" MIN. GROUT CURB � WIRE RUNS UNDER POLE TOP OF CONCRETE FOUNDATION TO �F a a 4" CONCRETE BASE gE LEVEL WITH 3 4" ROMEX 0'q BY �. .B DATE .dos PAD } TOP OF SIDEWALK / T 5' 9" — .,.... OR CURB. -�— yCONNECTOR MOUNTING { 9c BY DATE ---tlf mnru I nruNII IT _. -._ "GRUND SINGLE OR DOUBLE MAST ARM AS REQUIRED /a 2 4= a »- „ 2- (SIZED AS REQ'D) PVC CONDUIT BY tlVt +� DATE 7-31 -// LIGHTING SYSTEM SYSTEM PLAN VIEW WIRES TO CONTACTOR r CONCRETE DECAL: KMo �?SNy v° S 8 "x8' FOUNDATION 2 a 4,, 111 2 COPPER CLAD OR D A. RELECTORIZED l , " � GOTHIC GOLD 2"— ZIz 2%e' -3" 9 z GROUND ROD FOR DOUBLE MAST ARM, INSTALL 2ND CABLE OR WHITE LEGEND Z O BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES ON BLACK °.A ao>so Fe- Z ARE ON SAME CIRCUIT BACKGROUND °FSSONq`�N�� Aa rs J MAST ARM WIRING DETAIL EXPIRES 01/31/09 4 STREET LIGHT STANDARD ° Y STRAIN RELIEF DETAIL T -.3 40 00 5 DECAL NUMBERING SYSTEM H 11 HERMAN TRAFFIC ENGINEERING Y ADOPTED ADOPTED CITY OF RENTON U CITY OF RENTON • ,� 15324 Southeast 133rd Court, Renton, Washington 98059 O® Standard plans O Standard plans 0 N � LST DATE: 10/30/96 Nt0= LST DATE: 12/96 425 - 277 -1740 tel. 425 - 277 -5718 fax hte @comcast.net z DATE REVISION BY APPR' DWG. NAME: JR -05 SP PAGE: J006 if ATE I REVISION I BY IAPPR DI DWG. NAME: JR -09A SP PAGE: J009 I o m - -IIII =III= 1111'° #8 GREEN GROUND WIRE 1 =1111 =1111= 1111 =IIII 3/4" HLI H I 15 FEET 450 ;��TRAFFIC BY DATE °> o' °III =IIII =III= III =IIII- IIII =IIII III= 1 ==II= RECORD DOCUMENT "GRUND SINGLE OR DOUBLE MAST ARM AS REQUIRED /a 2 4= a »- „ 2- (SIZED AS REQ'D) PVC CONDUIT BY tlVt +� DATE 7-31 -// LIGHTING SYSTEM SYSTEM PLAN VIEW WIRES TO CONTACTOR r CONCRETE DECAL: KMo �?SNy v° S 8 "x8' FOUNDATION 2 a 4,, 111 2 COPPER CLAD OR D A. RELECTORIZED l , " � GOTHIC GOLD 2"— ZIz 2%e' -3" 9 z GROUND ROD FOR DOUBLE MAST ARM, INSTALL 2ND CABLE OR WHITE LEGEND Z O BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES ON BLACK °.A ao>so Fe- Z ARE ON SAME CIRCUIT BACKGROUND °FSSONq`�N�� Aa rs J MAST ARM WIRING DETAIL EXPIRES 01/31/09 4 STREET LIGHT STANDARD ° Y STRAIN RELIEF DETAIL T -.3 40 00 5 DECAL NUMBERING SYSTEM H 11 HERMAN TRAFFIC ENGINEERING Y ADOPTED ADOPTED CITY OF RENTON U CITY OF RENTON • ,� 15324 Southeast 133rd Court, Renton, Washington 98059 O® Standard plans O Standard plans 0 N � LST DATE: 10/30/96 Nt0= LST DATE: 12/96 425 - 277 -1740 tel. 425 - 277 -5718 fax hte @comcast.net z DATE REVISION BY APPR' DWG. NAME: JR -05 SP PAGE: J006 if ATE I REVISION I BY IAPPR DI DWG. NAME: JR -09A SP PAGE: J009 I i p NOTES: All dimensions are minimum. Exact configurations vary among different manufacturers. =1 n The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2 Boxes shall be 28% minimum of overall thickness. Lid support members shall be welded to the frame. 4000PSI concrete is allowed if box reinforcement consists of 6 X 6 — W3 X W3 welded wire fabric welded to the frame. When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12 " deep extension boxes. When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10 gage divider plate complete with fasteners. Non — concrete Boxes may be submitted for approval. Evaluation will include an H -20 Load Test. J w Lil D 0- Z z O O p _Z J J a° BOX TYPE m o o MIT in N c M a Box Outside length F in 0 22" W o d � ' ar Phi (� qq0 d 22 1 2" Ch �° Box Inside Length 18" i p NOTES: All dimensions are minimum. Exact configurations vary among different manufacturers. =1 n The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2 Boxes shall be 28% minimum of overall thickness. Lid support members shall be welded to the frame. 4000PSI concrete is allowed if box reinforcement consists of 6 X 6 — W3 X W3 welded wire fabric welded to the frame. When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12 " deep extension boxes. When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10 gage divider plate complete with fasteners. Non — concrete Boxes may be submitted for approval. Evaluation will include an H -20 Load Test. J w Lil D 0- Z z O O p _Z J J a "�M €gYy Rah _ _ _ � s � n a � a w a O IN Z O e JUNCTION BOX DIMENSION TABLE a° BOX TYPE m o o LL_ Z in N c 00 3E Box Outside length o y a� 22" 33" W as (� c 22 1 2" Ch �° Box Inside Length 18" a "�M €gYy Rah _ _ _ � s � n a � a w a O IN Z O e JUNCTION BOX DIMENSION TABLE 'E m BOX TYPE TYPE 1 TYPE 2 C y C Box Outside length o y a� a "�M €gYy Rah _ _ _ � s � n a � a w a O IN Z O e JUNCTION BOX DIMENSION TABLE s s ITEM ITEM BOX TYPE TYPE 1 TYPE 2 ALTERNATE A ALTERNATE 8 A Box Outside length 22" 1 22" 33" B Box Outside Width 17" 1 17' 22 1 2" C Box Inside Length 18" 19" 28" D Box Inside Width 13" 14" 171" E Lid Length 18" 18" 26 1/2" F Lid Width 131" 13" 17" G Box De th 12" 12" 12" H Lid &Frame Depth 5 16" 5 16" 16J Wall Thickness Min. 1 1 2 "' 1 1 2" 1 2K Wire Renforcement W -3 W -2.5 —2.5 i L Le end See Detail See Detail Detail s s ITEM MATERIALS Box 6000 PSI concrete See Notes Frame Diamond Plate Steel = A786 Lid Support 1 8 °MIn. Thick Steel G L or T. - A36 Lid Diamond Plate Steel — A786 Anchors Steel Wire or Tee Plate Reinforcement ASTM A -82 Steel `GALVANIZED STEEL LEGEND DETAIL (Mark U SIGNALS 5I LIGHTING 1 TS —LT TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND Farm Letters with 1/8" Weld Bead. Grind off Diamond Pattern before forming letters. T�I-g ILLUMINATION SYSTEM LEGEND EPDXY 1I ?r PLAN VIEW 1 4 ;i ELEVATION VIEW na / �ra M � Ox�WUWOif J .x= I 6" GRAVEL PAD COMPACTED TYPICAL JUNCTION BOX INSTALLAPON DETAILS M TYPE 'I' BOX 0 TYPE 'II' BOX nnuna, rw"9 BOOK DETAIL PLAN SYMBOLS p Law'w oe JUNCTION BOX DETAILS O ADOPTED a� CITY OF RENTON ♦ ! O _•- Standard plans P NT LST DATE: 11/89 DWG. NAME: JR -36 SP PAGE: J016 SPLICE KIT 201 -DIAMETIER = 7/8" 4 -7/8'7 I LOAD LINE =CUTTING RINGS �7I IQ Z_ VIT LIGHTING STANDARD & JUNCTION BOX !a 7' _ 0 ov o °O d ev o v0 D O o O o v °v Ov6 ° O OdS ° 4 � 4 PLAN VIEW ',,0 o v6° O 6 s 6 00 3' O 0 a o ° o O STREET LIGHT POLE JUNCTION BOX SIDE VIEW INDIVIDUAL JUNCTION BOX 4 "- TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD FRONT VIEW VARIABLE TYPICAL JUNCTION BOX "I" CONCRETE PAD DEEP 4 T FRONT VIEW Ov uo v �p °vo u ° � v d NOTE: CLASS 'B' CONCRETE TO BE USED IN n O 6 pao CONSTRUCTION OF PAD O J O O Q o CONCRETE PAD DETAILS O ° o °v v v ° C Y ADOPTED PLAN VIEW CITY OF RENTON ♦ n7t -�� Standard plans t LST DATE: 10/30/96 Ftnolnu I av Loop n DWG. NAME: JR -07 SP PAGE: J008 T- 340006 SIDE VIEW -3' -0" 1 A °x°7-1 SIDE VIEW TYPICAL JUNCTION BOX "II" CONCRETE PAD ±I -4' -0" 1 --- 3' -0 "- 4 � e e' a °.Y .r(p Pa o oe Aea FRONT VIEW SIDE VIEW TYPICAL CONCRETE PAD DETAILS Y VO ADOPTED CITY OF RNTON ♦ �® ♦ Standard plans T LST DATE: 10/30/96 DWG. NAME: JR -36A SP PAGE: J015 RECOMMENDED FOR APPROVAL BY DATE s'/ t le B BY DATE BY DATE RECORD DOCUMENT , ® BY d M- DATE 7-'31' 11 ZII — I -I I C TRAFFIC ENGINEERING 15324 Southeast 133rd Court, Renton, Washington 98059 '9 425- 277 -1740 tel. 425-277 -5718 fax hte @comcast.net